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Section82V2
) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, test methods and Specifications . Makes readily available, the current certification on testing, testing machine, laboratory scales and plastic concrete test equipment. I. Identification number, and testingQuality Control (QC) Pprograms for the manufacture, storage, and transportation of the iIncidental, ), Part I Specifications, and Part II Tests, Washington, D.C Florida Department of Transportation
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will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p arallel 0.5 inch steel platesplatens of a compression testing machine. Place on top of the marker, adhesive Color: White Fade Resistance: Fourminimum,testedaccordingtoASTMG-23MethodHfor50hours
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to asphalt rubber binders, added new tests for binder testing, and other miscellaneous changes. Summary, Recovery tests for all modified binders. 4. Added Separation test for rubber modified binder. 5. Added, . In the event that testing equipment goes out of service, the Supplier may elect to test, and tested for QC testing in accordance with 916-1.3.2. A single, 1-quart representative sample of each PG, EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt
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specification and ASTM C 31-76 allows the of 4 x 8 or 6 x 12 test cylinders for compressive strength tests, states that for acceptance testing for specified compressive strength, test cylinders shall be 6, is in section 346-3, item (d) for submitting cylindrical test specimens for permeability testing, allows the of 4 x 8 or 6 x 12 test cylinders for compressive strength tests. Therefore, the note has, not allow the use of 3 x 6 test cylinders for compressive strength testing of concrete. Action
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by the State Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D. TheEngineerwillcompare the Resolution Test results with the Quality Control test results. If the Resolution Test result is within 4.5 PCF [72 kg/m 3 ] of the corresponding Quality Control test result, the Engineer will use the Quality Control test, will verify the Quality Control results of the 16 consecutive LOTs if the Verification test result
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Userid: rt820tm Problem statement: The 4 x 8-in test cylinders for compressive strength tests, does not exceed 1 inch, 4 x 8 inch test cylinders may be used for compressive strength tests, compressive strength test data for both 6 x 12 inch and 4 x 8 inch test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing., Subject: MaterialAcceptanceand Testing – Concrete Origination date: 3-26-2007 Originator: Tom M a l e
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Materials Office will perform Resolution testing. The material will be sampled and tested, the remaining Verification split sample for testing. Verification Test results will be used for material, sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name
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tests on samples taken from the finished 4620000 462 Items product. Test the remolded finished, . Test and provide written certification that the couplers meet or exceed the testing requirements, of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test, of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department
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or more tests. The strength test data from the trial batch is required to meet an overthe required, groups totaling 30 or more tests. The strength test data from the trial batch is required to meet, the DMRE at least 48 hours before performing such tests. Perform slump loss testing of the drilled, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must, ), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM
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% of the factored design load to the prestressed soil anchor prior to testing. For the maximum test load, do, testing. Perform additional performance tests, at no expense to the Department, on the first two, to clarify the language relating to performance and creep testing. Please share this proposal, is deleted and the following substituted: 451-7.1 General: Test each prestressed soil anchor. Perform performance tests as follows:The Engineer will select the prestressed soil anchors
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Frequency for Quality Control Tests: Sample and test concrete of each design mix for temperature and compressive strength tests once per LOT. A LOT is defined as the concrete placement of 2,000, will be combined with the previous LOT for testing and acceptance purposes. 350-9.2.1 Reduced Frequency for Quality Control Tests Reduced frequency for testing may be requested in accordance with Section, sample can be taken from each LOT. Test data must be from sample(s) tested by a laboratory meeting
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be 170ºF. ASPHALT EMULSION PRIME (AEP) Test Conditions Minimum/Maximum Tests on Emulsion, EMULSION GRADE RS-1h Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Viscosity, maximum 3% by volume (b) Tests on Residue From Distillation Test: Penetration (0.1 mm) 77ºF, 100, . TRACKLESS NON-TRACKING TACKS CRS-1h QCT TACK Test Conditions Minimum/Maximum Tests on Emulsion, . maximum 3% by volume (b) Particle charge positive Tests on Residue From Distillation Test
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. Perform five Quality Control (QC) tests at random locations within the test section. a. All five QC tests and a Department Verification test must meet the density required by 120-10.2. b. Identify, , failing QC test or when the QC tests cannot be verified, construct a new test section. The 1200503, Density Testing: When a Verification or IV density test fails the acceptance criteria, perform, by the SMO will perform the Resolution testing. The material will be sampled and tested in accordance
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tested per AASHTO T 277. Submit 2, 4-inch [102 mm] diameter by 8 inch [203 mm] length cylindrical test, of the concrete will be taken as the average of two tests, one test per cylinder. 346-3.2 Drilled, such tests. Perform slump loss testing of the drilled shaft mix using a laboratory acceptable, an additional three tests until the test results are within the allowable range. The Contractor may, on a frequency of not less than one test every four weeks. As an exception to the aforementioned testing
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and the following substituted: 932-2.6.1 Testing: Test bridge bearing pads in accordance with FM 5-598, tested. If the confirmverification sample test results are also noncompliant, the LOT shall, . SUBARTICLE 932-2.6.1 is deleted and the following substituted: 932-2.6.1 Testing: Test bridge, be rejected and the verification sample tested. If the verification sample test results are also, test results from the independent laboratory for all tests specified, properly identified by LOT
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, without additional testing. The concrete producer shall provide test data of water samples from other, and Testing Frequency: Open bodies of water and well water shall be initially sampled once prior to use. Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter once per month for four months prior to its use, provided that the results of the test samples comply
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, without additional testing. The concrete producer shall provide test data of water samples from other, and Testing Frequency: Open bodies of water and well water shall be initially sampled once prior to use. Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter once per month for four months prior to its use, provided that the results of the test samples comply
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, without additional testing. The concrete producer shall provide test data of water samples from other, and Testing Frequency: Open bodies of water and well water shall be initially sampled once prior to use. Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter once per month for four months prior to its use, provided that the results of the test samples comply
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